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Using the Canadian Handbook of Steel Construction (9th edition, 2006) Br = 3 * phi(br) * plate thickness * diameter of bolt * number of bolts * Fu where phi(br) = 0.67 Fu = 450 MPa for 300W or 350W grade steel t and d are in millimetres Br = bearing resistance for given number of bolts Also: see Table 3-2 "Bearing Type Connections" in the CISC Handbook of Steel Construction Hope this helps...

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